| Author | Search for: Zaghian, Sepideh; Search for: Martín-Pérez, Beatriz; Search for: Almansour, Husham1 |
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| Affiliation | - National Research Council of Canada. Construction
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| Format | Text, Article |
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| Conference | 2nd Workshop on Capacity Assessment of Corroded Reinforced Concrete Structures, CACRCS DAYS 2020, December 1-4, 2020, Virtual, Online |
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| Subject | bridge piers; concrete buildings; concrete construction; corrosive effects; deterioration; reinforced concrete; software testing; steel corrosion |
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| Abstract | Corrosion of reinforcing steel in reinforced concrete (RC) infrastructure is one of the most detrimental deterioration mechanisms, affecting both safety and serviceability. In the present study, a comprehensive analysis methodology of corrosion damage is adopted, and the detrimental effects of corrosion-induced degradation on the ultimate capacity of an existing aging RC bridge pier are investigated through three-dimensional non-linear finite element analysis (3D-NLFEA) using the commercially available finite element program DIANA.The accuracy of the present methodology is evaluated by simulating corroded columns tests reported in the literature. |
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| Publication date | 2020-12-01 |
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| Publisher | fib. The International Federation for Structural Concrete |
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| In | |
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| Series | |
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| Language | English |
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| Peer reviewed | Yes |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | c6ebfcee-5f99-4691-b1cf-55850a2085fb |
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| Record created | 2023-07-05 |
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| Record modified | 2023-07-05 |
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